Remediated water-damage to a structure

ABSTRACT

A method of remediating a water-damaged masonry structure without removing any masonry from the building, and simultaneously providing water proofing to the structure. The method involves installing a parging coat of a reliner to the pest control wire over cleaned weep holes in masonry and to a water damaged interior portions of an installed masonry exterior wall. The reliner is cured. The method involves caulking a sill plate with gasket to a foundation of the water damaged masonry structure with a silicon sealant after installing the reliner. Next each wag panel is connected to the water damaged studs forming a continuous seamless structure in the remediated structure that prevents water incursion into the structure after remediation of at least 95% and without removing the masonry.

CROSS-REFERENCE TO RELATED APPLICATIONS

The present application is a continuation of U.S. patent applicationSer. No. 15/716,734 filed on Sep. 27, 2017 for “Method for RemediatingWater-Damage to a Masonry Structure” (our reference 2237.001A) andclaims priority to U.S. Provisional Patent Application Ser. No.62/401,098, filed on Sep. 28, 2016 for “Method for Remediating WaterDamage to a Brick Structure” (our reference 2337.001). These referencesare hereby incorporated in its entirety.

FIELD

The present embodiment generally relates to a process for remediating awater-damaged masonry structure without removing any masonry from thebuilding.

BACKGROUND

A need exists for prevent future water intrusion into a buildingstructure as an alternative to removing the masonry of a structurewithout replacing the exterior wall board.

The present embodiments meet these needs.

BRIEF DESCRIPTION OF THE DRAWINGS

The detailed description will be better understood in conjunction withthe accompanying drawings as follows:

FIGS. 1A-1E depict a section view for a water-damaged masonry buildingaccording to one or more embodiments.

FIGS. 2A-2B depict details of the partially repaired inner wallaccording to one or more embodiments.

FIGS. 3A-3C an exemplary method according to one or more embodiments.

The present embodiments are detailed below with reference to the listedFigures.

DETAILED DESCRIPTION OF THE EMBODIMENTS

Before explaining the present method in detail, it is to be understoodthat the method is not limited to the particular embodiments and that itcan be practiced or carried out in various ways.

The invention relates to a method of remediating a water-damaged masonrybuilding without removing any masonry from the building, withoutremoving masonry and with providing water proofing to the structure.

The invention provides an easier method to repair water damagedstructure without removing the bricks.

The embodiments provide a water proof structure, which protects thestructure from water damage, such as in the event of a natural disaster.

The invention creates a dry zone to prevent moisture from wickingthrough the concrete.

The invention protects the environment from the presence mold spores,which prevents individuals from having adverse health effects.

The invention adds structural strength to the bricks and the frame toprotect from future damage.

The invention is for a remediated water-damaged masonry building havinga foundation supporting a remediated outer wall and a remediated innerwall wherein zero masonry has been removed from the remediatedwater-damaged masonry building.

The method involves visually determining a dry height of a water damagedinterior portions of an installed masonry exterior wall, the installedmasonry exterior wall comprising studs and wallboard.

The method involves installing at least one beam on the water damagedinterior portions of the installed masonry exterior wall to transferload from the water damaged interior portions of the installed masonryexterior wall to the beam.

Next, construction materials are cut out of the water damaged interiorportions of the installed masonry exterior wall from 1 foot above thedry height to the foundation.

The method involves clearing a masonry ledge and plurality of weep holesof the water damaged interior portions of the installed masonry exteriorwall and an inner surface of the water damaged outer wall removingunwanted construction materials.

The next step of the method involves chemically etching simultaneouslythe masonry ledge and the foundation to a predetermined width and to thedry height forming an etched inner surface and etched foundation.

The method involves installing pest control wire over at least one weephole.

A reliner is applied to the etched inner surface and over the pestcontrol wire.

Next, a parging coat of reliner is applied to the reliner, then a curingagent is applied on the parging coat.

The method includes trapping moisture in the curing agent by using acover that is configured to prevent oxidation of the reliner and allowproper cure of the reliner preventing cracking forming a cured reliner.

An isolation membrane is then painted on the curing agent and on thefoundation.

A sill plate, a wag panel, house wrap, and studs are then used torebuild water damaged interior portions of the installed masonryexterior wall, creating a dry area between wag panels and the isolationmembrane. Each wag panel extends 0.5 inches to 1 inch below the sillplate eliminating growth of mold, fungus, and dampness in the interiorportions of the installed masonry exterior wall.

The method includes caulking the sill plate with a silicon sealant thateffectively connects the sill plate to the foundation.

Wag panels are then connected to the studs and the sill plate.

The beam is then removed.

Closed cell foam is installed over the wag panels forming a continuousseamless remediated inner wall that prevents at least 95% waterincursion into the masonry building after remediation even though zeromasonry has been removed from the masonry building.

Finally, sheet rock is installed over the closed cell foam.

The following terms are used herein:

The term “a masonry ledge” refers to the recessed area of thefoundation, where the masonry is laid on the foundation.

The term “caulking” as used herein refers to applying a silicon sealantbetween two elements being repaired, namely a sill plate and afoundation, or gaps in other repaired elements of the building.

The term “chemical etching” refers to the chemical treatment, such aswith muriatic acid, or a more concentrated hydrochloric acid to removebacteria, fungus, form a roughened surface on the masonry, enabling thesurface of the masonry to maximize bonding over and into more of thesurface of the masonry material creating a maximum load bond.

The term “contaminates” refers to roach droppings, loose mortar, orother pest droppings.

The term “curing agent” is a liquid resin or liquid polymer that enablesthe parging coat of the reliner to cure to a solid coating preventingcracking.

The term “initial moisture level” refers to a moisture level taken usinga moisture meter at a particular location in the house where rot ordamage is viewed. High moisture readings are logged to track themoisture content.

The term “interior side” of the water damaged masonry building, is theview of masonry from inside of the structure, as oriented at themasonry.

The term “liquid isolation membrane” refers to a rubberized paintablemembrane that waterproofs the inside surface of the relined masonry.

The term “parging of a reliner” refers to a spayed on or troweled coatof the reliner, that is applied in fluid form, then cures to addwaterproofing and structural strength to a water damaged building. Theterm can also refer to the process of applying a fine coat of reliner tofinish the surface of a masonry wall. Also, the cement mortar coatitself.

The term “reliner” refers to a chemical composition that can shapeconcrete which, is a dry concrete mix such as a water, fine aggregate,coarse aggregate, hydraulic cement, and an aqueous slurry of condensedsilica fume, wherein the water to hydraulic cement weight ratio is about0.18 to 0.33, and the condensed silica fume to hydraulic cement weightratio is about 0.10 to 0.25. The mix has a slump of ½ inch or less asmeasured by ASTM C-143, removing the casting form from the cast mix andpermitting the cast mix to cure such as reliners taught in U.S. Pat. No.5,250,113 which is incorporated herein in its totality by reference.

The term “rot” refers to comprised wood damage, through dry rot, or wetrot that reduces the structural integrity of the wood, posing a dangerto the structure or things that would cause the building to fail abuilding code inspection, such as splits in the lumber.

The term “silicon sealant” refers to a liquid sealant that slowly selfcures to provide a flexible rubberized adhesive to join, in a waterproof matter, two different components of the water damaged masonrybuilding.

The term “sill plate” refers to a stud positioned in a horizontalorientation of the ground to which the vertical studs are attached.

The term “unwanted construction” materials refers to excess mortar anddebris in the space between the water damaged inner wall and the waterdamaged outer wall.

The term “visual inspection” refers to a camera inspection or humanvisual inspection of a structure.

The term “wag panel” refers to a section of wood sheathing panel thathas house wrap layered on one side to meeting building code, the housewrap is applied on an outer surface. The wood sheathing is typically anexterior application of a building material like plywood. Inembodiments, the wag panel house wrap is cut long and wrapped over thewood sheathing and pulled inside the house to create a “Z flashing”. TheZ flashing prevents further leaking of water into the building. The wagpanels are adhered to studs initially with adhesive then screws. Thescrews or fasteners do not penetrate the exterior wood sheathing of thewag panel, ensuring a seamless non-penetrable barrier to water.

The term “water-damaged masonry building” refers to a building, such asa house, which has had structural water damage, from flooding,hurricane, etc. The damage can be to the wallboard, insulation, or othercomponents of the structure of the house, including but not limited tostuds.

The term “weep hole” refers to a hole in the bottom of the masonry thatventilates moisture and water to run out of the masonry and air into thestructure to dry the masonry.

Now turning to the Figures, FIG. 1A depicts a water-damaged masonrybuilding 110 with a foundation 12.

A dry height 118 of a water damaged interior portions 116 of aninstalled masonry exterior wall 114 is determined with a visualinspection.

Construction materials 23 of the water damaged interior portions 116 ofthe installed masonry exterior wall 114 are cut out at a height 117 from1 foot above 119 the dry height 118 to the foundation.

In embodiments, the exterior wall comprises the studs 223 a and 223 band wallboard 112.

The height to be cut out is determined by industry standard according tomost flood plan management offices run by municipalities and othergovernments.

A weep hole 145 and masonry ledge 142 of the water damaged outer wall isshown.

FIGS. 1B-1E depict a water-damaged masonry building 110 with foundation12 and interior portion 116 that has been repaired.

A weep hole 145, which has been cleared of debris is depicted.

The masonry ledge 142 and the foundation 12 are chemically etchingsimultaneously using muriatic acid to a predetermined width and to thedry height, such as one foot in width to form an etched inner surface152 and etched foundation 12.

Pest control wire 162 is shown installed over the weep holes 145. Thepest control wire can be made from a mesh material.

Reliner 172 is applied to the etched inner surface 152 and over the pestcontrol wire 162. The reliner is a dry concrete mix such as water, fineaggregate, coarse aggregate, hydraulic cement, and an aqueous slurry ofcondensed silica fume.

A parging coat 182 is applied over the reliner 172.

A curing agent 192 is applied over the parging coat 182.

A cover 202, such as a plastic cover is applied over the curing agent192.

In embodiments, an isolation membrane 212 is painted on the foundation12.

FIG. 2A depicts another embodiment of the water damaged interior portion116 of the water-damaged masonry building 110.

A weep hole 145 of the water damaged outer wall is shown.

A sill plate 221, wag panel 222, house wrap, and studs 223 installing torebuilding the inner wall creating a dry area between the wag panels andthe isolation membrane, wherein the wag panel is installed below thesill plate, eliminating growth of mold, fungus, and dampness.

The sill plate is caulked with a silicon sealant 234 to connect the sillplate to the foundation creating a gasket.

Each wag panel 222 is connecting to the studs 223 and sill plate and atleast one beam.

The sill plate 221, the wag panel 222, the house wrap, and the studs 223are used to rebuild water damaged interior portions of the installedmasonry exterior wall creating a dry area 224 between wag panels and theisolation membrane, wherein each wag panel extends ½ inch to 1 inchbelow the sill plate eliminating growth of mold, fungus, and dampness inthe interior portions of the installed masonry exterior wall.

FIG. 2B depict a wag panel 222 is connecting to studs 223 a and 223 band the sill plate.

Closed cell foam 252 is installed over the wag panels, forming acontinuous seamless remediated inner wall that prevents at least 95%water incursion into the building after remediation even though zeromasonry has been removed from the building.

Sheet rock is installed over the closed cell foam forming the remediatedwater-damaged masonry building.

In embodiments, a reinforcing member 251 can support the studs 223 a and223 b and the wag panel 222.

At least one beam 122 is installed on the water damaged interiorportions of the installed masonry exterior wall to transfer load fromthe water damaged interior portions of the installed masonry exteriorwall 115 to the beam 122.

FIGS. 3A-3C depict an exemplary method according to one or moreembodiments.

The method for remediated water-damaged masonry building, wherein zeromasonry has been removed can include, but is not limited to the stepsdescribed below. The method can be utilized by a person of ordinaryskill in the industry, and is not limited to a particular order orsequence.

Step 100 of the method involves visually determining a dry height of awater damaged interior portions of an installed masonry exterior wall,the installed masonry exterior wall comprising studs and wallboard.

Step 119 of the method involves using a moisture meter to obtain aninitial reading and provide continuous moisture readings on the buildingand connecting the moisture meter wirelessly with a client deviceconnected to a network for remote monitoring

Step 120 of the method involves installing at least one beam on thewater damaged interior portions of the installed masonry exterior wallto transfer load from the water damaged interior portions of theinstalled masonry exterior wall to the beam.

Step 130 of the method involves cutting out construction materials ofthe water damaged interior portions of the installed masonry exteriorwall from 1 foot above the dry height to the foundation.

Step 140 of the method involves clearing a masonry ledge and pluralityof weep holes of the water damaged interior portions of the installedmasonry exterior wall an inner surface of the water damaged outer wallremoving unwanted construction materials.

Step 150 of the method involves chemically etching simultaneously themasonry ledge and the foundation to a predetermined width and to the dryheight forming an etched inner surface and etched foundation.

Step 160 of the method involves installing pest control wire over atleast one weep hole.

Step 170 of the method involves applying reliner to the etched innersurface and over the pest control wire.

Step 173 can include using a fan with a filter to remove particulatefrom air in the water damaged building prior to installing the pargingcoat of a reliner.

Step 174 of the method involves washing chemically etching materials offthe installed masonry exterior wall and foundation prior to installing aparging coat while the masonry remains wet.

Step 177 of the method involves identifying priority zones in the waterdamaged building for habitation prior to installing the parging coat ofa reliner.

Step 180 of the method involves applying a parging coat 182 of relinerto the applied reliner.

Step 190 of the method involves applying a curing agent on the pargingcoat.

Step 200 of the method involves trapping moisture in the curing agentusing a cover 202, configured to prevent oxidation of the reliner andallow proper cure of the reliner preventing cracking forming a curedreliner.

Step 210 of the method involves painting an isolation membrane on thecuring agent and on the foundation.

Step 220 of the method involves installing a sill plate, a wag panel,house wrap, and studs to rebuild water damaged interior portions of theinstalled masonry exterior wall creating a dry area between wag panelsand the isolation membrane, wherein each wag panel extends 0.5 inches to1 inch below the sill plate eliminating growth of mold, fungus, anddampness in the interior portions of the installed masonry exteriorwall.

Step 230 of the method involves caulking the sill plate with a siliconsealant connecting the sill plate to the foundation.

Step 238 of the method involves connecting wag panels to the studs andthe sill plate.

Step 240 of the method involves removing the beam.

Step 250 of the method involves installing closed cell foam over the wagpanels forming a continuous seamless remediated inner wall that preventsat least 95% water incursion into the masonry building after remediationeven though zero masonry has been removed from the masonry building.

Step 255 of the method involves installing hurricane ties from aplurality of studs to the sill plate and from a plurality of studs to atleast one of: a top plate and a roof rafter.

Step 260 of the method involves installing sheet rock over the closedcell foam.

In embodiments, the dry height can be one foot in width and one foothigher than the water line of a flood.

In embodiments, the parging coat can be applied at a thickness from ¼inch to ½ inch.

In embodiments, the curing agent can be painted or sprayed on thereliner using a thickness that is less than ½ inch.

The method can include trapping moisture in the curing agent using acover, such as a plastic cover.

The cover can be configured to prevent oxidation of the reliner andallow proper curing of the reliner to prevent cracking for a presetperiod of time, such as 24 hours, forming a cured reliner.

In embodiments, the wag panel house wrap is cut long and wrapped overthe wood sheathing and pulled to the inner wall between the outer walland stud and taped in place to create a “Z flashing” that preventsfurther leaking of water Into the building.

In embodiments, the house wrap can be cut at least six inches long.

In embodiments, the masonry building can include structures fromindividual, units, which are laid in and bound together by mortar.

The individual units can comprise a member of the group consisting of:brick, building stone, concrete block, glass block, and cob.

In embodiments, the building stone can be at least one of: marble,granite, travertine, and limestone.

In embodiments, the construction materials can include at least onemember of the group consisting of: sill plate, sheet rock, studs,exterior wall board, wall framing materials, electrical components, andplumbing components.

EXAMPLE 1

A remediated water-damaged masonry building 10 having a foundation 12supporting a remediated outer wall and a remediated inner wall whereinzero masonry has been removed from the remediated water-damaged masonrybuilding.

The outer wall dry height is visually determined for water damagedinterior portions of an installed masonry exterior wall 115 of awater-damaged masonry building 110. An inner wall dry height for a waterdamaged inner wall that is opposite the water damaged outer wall isidentified according to treated standards set by the Federal EmergencyManagement Administration (FEMA). In accordance with FEMA this height ofthe inner wall would be 1 foot above flood baseline.

At least one beam is installed on the water damaged inner wall totransfer load from the water damaged inner wall to the beam.

Construction materials are cut out of the water damaged inner wall belowthe dry height of the water damaged inner wall.

A masonry ledge 142 of an inner surface of the water damaged outer wallare cleared using a hammer to remove unwanted construction materials.

The masonry ledge and the foundation are chemically etchingsimultaneously using muriatic acid to a predetermined width and to thedry height, such as one foot in width to form an etched inner surface152 and etched foundation 12.

Pest control wire 162 is installing over the weep holes 145 made from amesh material.

Reliner 172 is applied to the etched inner surface 152 and over the pestcontrol wire 162. The reliner is a dry concrete mix such as a water,fine aggregate, coarse aggregate, hydraulic cement, and an aqueousslurry of condensed silica fume.

A parging coat 182 of reliner is applied to the masonry at a thicknessof ¼ inch.

A curing agent is painted on the reliner at a thickness of ¼ inch.

Moisture is trapped in the curing agent using a cover 202, such as aplastic cover. The cover is configured to prevent oxidation of thereliner and allow proper cure of the reliner to prevent cracking for apreset period of time, such as 24 hours, forming a cured reliner.

An isolation membrane 212 is painted on the curing agent and thefoundation 12.

A sill plate 221, wag panel 222, house wrap, and studs 223 installing torebuilding the inner wall creating a dry area 224 between the wag panelsand the isolation membrane, wherein the wag panel is installed below thesill plate, eliminating growth of mold, fungus, and dampness.

The sill plate is caulked with a silicon sealant 234 to connect the sillplate to the foundation creating a gasket.

Each wag panel 222 is connecting to the studs 223 and sill plate andremove the at least one beam.

Closed cell foam 252 is installed over the wag panels, forming acontinuous seamless remediated inner wall that prevents at least 95%water incursion into the building after remediation even though zeromasonry has been removed from the building.

Sheet rock is installed over the closed cell foam forming the remediatedwater-damaged masonry building.

EXAMPLE 2

A remediated water-damaged masonry building 10 having a foundation 12supporting a remediated outer wall and a remediated inner wall whereinzero masonry has been removed from the remediated water-damaged masonrybuilding.

The outer wall dry height is visually determined for a water damagedinterior portions of an installed masonry exterior wall 115 of awater-damaged masonry building 110. An inner wall dry height isdetermined using the water damaged outer wall height and standards setby the local county's flood control agency. In accordance with the localcounty's flood control agency this height would be at least 1 foot aboveflood baseline.

At least one beam is installed on the water damaged inner wall totransfer load from the water damaged inner wall to the beam.

Construction materials are cut out of the water damaged inner wall belowthe dry height of the water damaged inner wall.

A masonry ledge 142 and plurality of weep holes 145 of an inner surfaceof the water damaged outer wall are cleared using a hammer to removeunwanted construction materials.

The masonry ledge and the foundation are chemically etchingsimultaneously using muriatic acid to a predetermined width and to thedry height, such as one foot in width to form an etched inner surface152 and etched foundation 12.

Pest control wire 162 is installing over the weep holes 145 made from agalvanized steel mesh material.

Reliner 172 is applied to the etched inner surface 152 and over the pestcontrol wire 162. The reliner is a dry concrete, mix such as a water,fine aggregate, coarse aggregate, hydraulic cement, and an aqueousslurry of condensed silica fume.

A parging coat 182 of reliner is applied to the masonry at a thicknessof ½ inch.

A curing agent is sprayed on the reliner at a thickness of ½ inch, suchas polyurethane spray foam.

Moisture is trapped in the curing agent using a cover 202, such as aplastic cover. The cover is configured to prevent oxidation of thereliner and allow proper cure of the reliner to prevent cracking for apreset period of time, such as 36 hours, forming a cured reliner.

An isolation membrane 212 is painted on the curing agent and thefoundation 12.

A sill plate 221, wag panel 222, house wrap, and studs 223 installing torebuilding the inner wall creating a dry area 224 between the wag panelsand the isolation membrane, wherein the wag panel is installed below thesill plate, eliminating growth of mold, fungus, and dampness.

The sill plate is caulked with a silicon sealant 234 to connect the sillplate to the foundation creating a gasket.

Each wag panel 222 is connecting to the studs 223 and sill plate andremove the at least one beam.

Closed cell foam 252 is installed over the wag panels, forming acontinuous seamless remediated inner wall that prevents at least 95%water incursion into the building after remediation even though zeromasonry has been removed from the building.

Sheet rock is installed over the closed cell foam forming the remediatedwater-damaged masonry building.

EXAMPLE 3

A remediated water-damaged masonry building 10 having a foundation 12supporting a remediated outer wall and a remediated inner wall whereinzero masonry has been removed from the remediated water-damaged masonrybuilding.

the outer wall dry height is visually determined for a water damagedinterior portions of an installed masonry exterior wall 115 of awater-damaged masonry building.

At least one beam is installed on the water damaged inner wall oppositethe visually assessed outer wall to transfer load from the water damagedinner wall to the beam.

Construction materials are cut out of the water damaged inner wall belowthe dry height of the water damaged inner wall.

A masonry ledge 142 and plurality of weep holes 145 of an inner surfaceof the water damaged outer wall are cleared using a hammer to removeunwanted construction materials.

The masonry ledge and the foundation are chemically etchingsimultaneously using muratic acid to a predetermined width and to thedry height, such as one foot to form an etched inner surface 152 andetched foundation 12.

Pest control wire 162 is installing over the weep hole 145 made from avinyl steel mesh material.

Reliner 172 is applied to the etched inner surface 152 and over the pestcontrol wire 162. The reliner is a dry concrete mix such as a water,fine aggregate, coarse aggregate, hydraulic cement, and an aqueousslurry of condensed silica fume.

A parging coat 182 of reliner is applied to the masonry at a thicknessof ⅜ inch.

A curing agent, is painted on the reliner at a thickness of ⅜ inch.

Moisture is trapped in the curing agent using a cover 202, such as aplastic cover. The cover is configured to prevent oxidation of thereliner and allow proper cure of the reliner to prevent cracking for apreset period of time, such as 18 hours, forming a cured reliner.

An isolation membrane 212 is painted on the curing agent and thefoundation 12.

A sill plate 221, wag panel 222, house wrap, and studs 223 installing torebuilding the inner wall creating a dry area 224 between the wag panelsand the isolation membrane, wherein the wag panel is installed below thesill plate, eliminating growth of mold, fungus, and dampness.

The sill plate is caulked with a silicon sealant 234 to connect the sillplate to the foundation creating a gasket.

Each wag panel 222 is connecting to the studs 223 and sill plate andremove the at least one beam.

Closed cell foam 252 is installed over the wag panels, forming acontinuous seamless remediated inner wall that prevents at least 95%water incursion into the building after remediation even though zeromasonry has been removed from the building.

Sheet rock is installed over the closed cell foam forming the remediatedwater-damaged masonry building.

In embodiments, the masonry building is made of structures fromindividual units, which are laid in and bound together by mortar.

In embodiments, the masonry ledge 142 and plurality of weep holes 145 ofan inner surface of the water damaged outer wall can be cleared using arotary hammer and chisel to remove mortar and the construction materialfrom the backside of the water damaged outer wall.

In embodiments, the clearing of the masonry ledge and plurality of weepholes of an inner surface of the water damaged outer wall can be bycleaning weep holes of debris by drilling.

While these embodiments have been described with emphasis on theembodiments, it should be understood that within the scope of theappended claims, the embodiments might be practiced other than asspecifically described herein.

What is claimed is:
 1. A remediated water-damaged masonry structurehaving a foundation supporting an remediated outer wall and a remediatedinner wall wherein zero masonry has been removed from, the remediatedwater-damaged masonry structure comprising: a. an installed masonryexterior wall comprising; i. water damaged interior portions of aninstalled masonry exterior wall studs and wall board; ii. at least onebeam on the water damaged interior portions of the installed masonryexterior wall to transfer load from the water damaged interior portionsof the installed masonry exterior wall to the beam; iii. constructionmaterials of the water damaged interior portions, wherein theconstruction materials of the water damaged interior portions of theinstalled masonry exterior wall are cut out from 1 foot above the dryheight to the foundation; iv. a masonry ledge and plurality of weepholes, wherein; (a) the masonry ledge and plurality of weep holes arecleared of the water damaged interior portions of the installed masonryexterior wall an inner surface of a water damaged outer wall portion toremove unwanted construction materials; (b) the masonry ledge and thefoundation are chemically etched to a predetermined width and to the dryheight forming an etched inner surface and an etched foundation; v. apest control wire disposed over at least one of said weep holes; vi. areliner, wherein the reliner is applied to the etched inner surface andover the pest control wire; vii. a parging coat, wherein the pargingcoat is applied to the applied reliner; viii. a curing agent, whereinthe curing agent is applied on the parging coat; ix. a cover to trapmoisture in the curing agent using, the cover configured to preventoxidation of the parging coat and allow proper cure of the parging coatpreventing cracking forming a cured reliner; x. an isolation membrane,wherein the isolation membrane is painted on the curing agent and on thefoundation; xi. a sill plate, a wag panel, house wrap, and studs,installed to rebuild the water damaged interior portions of theinstalled, masonry exterior wall thereby creating a dry area between thewag panel and the isolation membrane, wherein: (a) the wag panel extends0.5 inches to 1 inch below the sill plate eliminating growth of mold,fungus, and dampness in the interior portions of the Installed masonryexterior wall; (b) the sill plate is caulked with a silicon sealantconnecting the sill plate to the foundation; and (c) the wag panel isconnected to the studs and the sill plate; xii. a closed cell foam,wherein the closed cell foam is installed over the wag panels forming acontinuous seamless remediated inner wall that prevents at least 95%water incursion into the masonry structure after remediation; and xiii.sheet rock, wherein the sheet rock is installed over the closed cellfoam; wherein zero masonry has been removed from the remediatedwater-damaged masonry building, having a foundation supporting aremediated outer wall and a remediated inner wall.
 2. The remediatedwater-damaged masonry structure of claim 1, wherein the masonrystructure comprises structures from individual units, which are laid inand bound together by mortar.
 3. The remediated water-damaged masonrystructure of claim 2, wherein the individual units comprise: a member ofthe group consisting of: brick, building stone, concrete block, glassblock, and cob.
 4. The remediated water-damaged masonry structure ofclaim 3, wherein the building stone is selected from tire groupconsisting of: marble, granite, travertine, and limestone.
 5. Theremediated water-damaged masonry structure of claim 1, a rotary hammerand chisel is used to remove mortar and the construction material fromthe water damaged interior portions of the installed masonry exteriorwall.
 6. The remediated water-damaged masonry structure of claim 1,wherein the chemically etching materials are washed off the installedmasonry exterior wall and foundation prior to installing the pargingcoat while the masonry remains wet.
 7. The remediated water-damagedmasonry structure of claim 1, wherein the masonry ledge and plurality ofweep holes are cleared using cleaning by drilling.
 8. The remediatedwater-damaged masonry structure of claim 1, wherein hurricane ties areinstalled from the plurality of studs to the sill plate and from theplurality of studs to at least one of: a top plate and a roof rafter. 9.The remediated water-damaged masonry structure of claim 1, wherein theconstruction materials include at least one member of the groupconsisting of: framing materials, electrical components, and plumbingcomponents.
 10. The remediated water-damaged masonry structure of claim1, wherein the beam is removed after the wag panel is connected to thestuds and the sill plate.